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0050 ROSARY LANE - Health
50 Rosary Lane - Hyannis A = 345 - 030 r L a i . V TOWN OF BARNSTABLE LOCATION 090 fd(VSEWAGE# ® VILLAGE t2olf, A S�lESSO 'S M P/&�/PARCEL--�7 =v INSTALLER'S AME&PHONE NO. (,r.L SS(Bp. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) /a /71d (size) NO.OF BEDROOMS . OWNER. E PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: , Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility feet Private Water Supply Well and Leaching Facility(if any wells exist on site or within 200 feet gf;leaching facility.) feet Edge of Wetland and Leaching Facility(if any wetlands exist within 300 feet of leaching facility). feet FURNISHED BY �� .`� .. d -- _, �: � l �. e o v a � o o > � ` � a � ` V � � � � � � i Fee v No. ` �u THE COMMONWEALTH OF MASSy4CHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Yication for 30igpool *pgtem Construction Permit Application for a Permit to Construct(:X Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 50 R05kt7 (-A Je Owner's Name,A'duress and Tel.No. Assessor's Map/Parcel 345 -o3 o ` ` �1 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 05 AkNk Type of Building: Dwelling No.of Bedrooms Lot Size 30,S7q sq.ft. Garbage Grinder ( ) Other Type of Building L No.of Persons Showers( ) Cafeteria( ) Other Fixtures -30:R 5` aY. P�l�,r�e��cs� LALiQ S� 1c -k �— �� Design Flow(min.required) Zb gpd Design flow provided __ 3 gpd Plan Date S , 706 1-1 Number of sheets Z,+5 Of Revision Date 3I Ly 1 @ g Title 1?r6e!� 5)kL, ✓1 i �P�L �`f ��'� i Size of Septic Tank $b® (¢�.,- 2(orrr(�e�twu2^ Type of S.A.S. Description of Soil # l017-7 0-c1" (Or iv-e.\ a-Cr-,A\tk 1-(f I✓ low s/3 (mmg- :5,,,CK Sa;Y.e C WDV_5 lk-77" ej ioy� �r'Ga Cer,fae 5�,jc( 5a--,P— CLIJL r: n— 8y°' t ay,:(,1 4? CcQ-,r �,we t�6i� C �y"—i O" I aye\ 6 Iq r� --A�l so oWo Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this BoA of ea Signe Date ®� Application Approved by G Date Application Disapproved by: Date for the following reasons v Permit No. �' Date Issued YU No. - �% Q r w Feet/ S C1 - Ew r', Entered in computer: v.. THE COMM6`N EALTH OF'MASSACHUSp TS Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE-,�MASSACHUSETTS f Zipprication for aigozal 4yotg* Con0truction 3permit Application fora Permit to Construct(4,ye Repair( ) Upgrade( ) Abandon( ) LJ.Complete System OIndividual Components " C 5o('-) R s�Location Address or Lot No. � LA�je- Owner's Name,Ad ress and Tel No. Assessor's Map/Parcel 1345 -, 3y 5 -0 3 o Installer's.Name,Address,and Tel.No. Designer's Name,Address and Tel.No.oil,Ir Type of Building: Dwelling No.of Bedrooms Lot Size 30,?�-7�( sq.ft. Garbage Grinder ( ) Other Type of Building „ No.of Persons Showers( ) `\Cafeteria( ) Other Fxures TK� SE WaQOe. -? S —D y rd Aa r 10 l�c-1'10 Design Flow(min:required) 'Z36 gpd Design flow provided 3-6011/0 gpd Plan Date (�1-� 700 Number of sheets Z*� of Revision Date 31 L�1 0 Title 1�i egRegk- S�� �`,✓� ► �p�� S`!`� j Size,.of Septic Tank (500 (a�.k -Type of S.A.S. 5-TO !01\ Description of Soil 10,77n O—CAr tO�yac� +Cr�Shed 5�0�� 1-1(e` C (ow, y5 ((_Z-1 F, ION(-1l!e e m m St,10( 50-%Q- C 4410- Z7- 0%1 �., IoyKul(o c ..,ctj tee. �ebl,I�� C7r"�' "_17c)" 1oyt.4l�I toe 54-A (.000 Nature of Repairs or F Alterations(Answer when applicable) — n: Date last inspected: Agreement: ' Therp�ndersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal-system in - accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until"a""Certificate of t Compliance has been issued by this Boa• of ea . Signe // _ Date Application Approved by ,�// / /� Date l Application Disapproved by: v / / ( Date ,,for the following reasons Permit No. Date Issued ———————----————— ——— " ———————— . ————————————-- '+ _ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certif f cate of (tompliance` V; THIS IS TO CERTIFY,that the On/sie Sewage Disal'SystemConstructed (��Repaired ( ) UpgradedAbandoned( )by / (.i(/ at ? ��t t has been c`• tructed in ordance. with the provisions of Title 5 and the for Disposal System Construction Permit No. .� dated Installer , 1'' Designer ' #bedrooms All , " Approved design ow gpd e The issuance of this permit sha be co tr ed s a guarantee that system wjiltun�dKioas (i Date Inspector 4s No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS X,"Nooal *patent Cow6trurtion 3permit Permission is hereby granted to Construct (-1-51 Repair ( ) Upgrade ( ) Abandon ( ) System located at %I kC6 ,, - L11►� and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Constructio �t be co Meted within three years of the date of this t. A roved b Date � ,. pp y Town of Barnstable Regulatory Services 039�. �, ' Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-63.04 Installer& Designer Certification Form Date: c7Ql —ag Sewage Permit# / - Assessor's Map\Parcel Designer: s"L Gi V/ANCNC1/vZ-c-12 i Iva 1 N e. Installer: 9� � � `7 PA i2 K f=.2 R-D IV, Address: o s-ra l i >--Lr • �AI Address: On /$ �� ,�®f`�al/y/42// .` was issued a permit to install a (date) (installer) septic system at.C4o fZas14r'y L-tv NyljslN iS ^A based on a design drawn by L L o vAN (address) - p—N&I NCe 2vvez- iNC dated (designer) %i. 3/3 i/p-�P- I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the,septic system referenced above was installed with major changes (i.e.greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulatio Plan revision or certified as-built by designer to follow. staller' ignature) � . PL SULLIVAN a CIVIL No.29733 4k- •IV"'N reOJv _ (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION.CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.THANK YOU. Q:HealWeptic/Designer Certification Form 3-26-04.doc i b v No. Fe Vs THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 30 3W O 01pprication for 30i0po0al 6pgtem Congtruction Permit Application for a Permit to Construct(!JRepair( )Upgrade( )Abandon( ) 941—bmplete System El Individual Components Location Address or Lot No. (90 &051cy L 41191— Owner's Name,Address and Tel.No. Hvnm'ej-- ck p T Assessor's Ma /Parcel 'j m'`SS 3 l a 3 r38 35o % Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. J�+11Wc.✓� i Leri�S 7 �� sa .: Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ). Other Type of Building OFF ICE" No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow I(QS gallons per day. Calculated daily flow 1(09 gallons. Plan Date Alkmk K. IMS1 Number of sheets 3 Revision Date Title PhaqgtCA SJ F- r_ Size of Septic Tank l SDQ G41— Type of S.A.S o —ALL � Description of Soil; " 6 P 1�rt � ,77 7-7" C&4-:g S-,n l 4 Sane Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed c Date Application Approved by 10 Date Application Disapproved for the following reas s Permit No. ` Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(---jRepaired ( ) Upgraded( ) Abandoned( )by at ® h b constructed in accordance .with the provisions of Title 5 and the for Disposal System Construction Permit N � as dated Installer Designer 1 The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. �"���;� — ------------ Fee ( THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migpogaf bpgtem Congtruction Permit Permission is hereby granted to Construct(e---)Repair( XUpgrade( )Abandon( ) System located at Coo IZCn� LSn2 �� �nn•C and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date: Approved by No: � 3 : ._ r Fe THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION ' TOWN OF BARNSTABLE, MASSACHUSETTS �'03v ZippYicatiou for Zie;poof 6potem Cott.5truction Permit Application for a Permit to Constrict(-•-')Repair( )Upgrade( )Abandon( ) QEomplete System ❑Individual Components Location Address or Lot No. ( o KoSF Lc, Owner's Name,Address and Tel.No. Assessor'sMap/Parcel �ytinr� M(`55 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. <,-%V a� C:rw. dec i nS Y 7 YU*r Type of Building: Dwelling No.of Bedrooms Lot Side sq.ft. Garbage Grinder( ) Other Type of Building ht=F'If F No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow (QS gallons per day. Calculated daily flow E(obi -gallons. . -Plan Date#Ljn, ?msl Number of sheets -2, Revision Date Title P r -1 `) Size of Septic Tank 1 2n_D C,,A L_ Type of S.A.S�'/ to o Zqk .. Description of Soil iAcr )l)e 10,770 oz- -41 Cl Cc �� � tom(= f- r Ito Z-''� C_ c o� t� -e ramble 17¢r� n �i� 7 r`. Nature of Repairs or Alterations(Answer when applicable) Date last inspected: ` y Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- Cate of Compliance has been issued by this Board of Health. Signe n ti Date _ Application Approved byP _ t _ Date Application Disapproved for the following reashsl V i Permit No. ' ' f Date Issued 5 . u THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (tompliance �.t THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(-'')Repaired ( )Upgraded( ) Abandoned( )by has b e constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N . Z dated — Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector r --�-- —�-- ------------------------------ No. Fee i. ... THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS �hgpoat 6pelem Cow5truction permit Permission is hereby granted to Construct(/)Repair( Upgrade( )Abandon( ) System located at L0 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by I U P "I o I �SEAT SEAT o � ---- ` DL CLO cw ql BATH BATH � n'-lo• "-' le•-Ho•' T-1• xr-Io• ao'-1' n'-lo• 2" Y OFFICE LUNCH ROOM 7 CON►eRINC HALL HALL OFFICE as TABLE q ae[e PORCH Seas t 4 0 M M - BTOR CLO STOW CLO z PLAT RR9 T. ^ CLO CLO CLO CLO n '^° SUPPLY CLO A xete 1'-O• 1'-1• 1'- xr-lo xr-to• CONFERENCE ROOM i EJ'5 OFFICE- ou RECEPTION � I r 7 .OFFICE iA PREW •m PeNCM POST 21'-10• q-1• POST �r-10• Le ULL VIEW 1e'-o• t. - PORCH - OUTLINE OP PORCH WINDOWS SECOND F PELLA WINDOWS SECOND FLOOR SECOND FLOOR PLAN FIRST FLOOR PLAN (1974 SQ. FT,) FIRST FLOOR (1536 SO. FT.) 1 l ' ( l - STAR AND 1.OG1L aUIDMx CODES VAR{ SCALE: I/8--1'-0 - =a ILT ACRM THE tU0 m. =T) - PROPOSED FLOOR PLANS TeaARor.RTomuvARAataent, COPYRIGHT DATE REVSIONS —- �°��°�°>a 'a°� NORTHSIDE ORO MAIERIMa,nle 11P069EIUn R� NORTHSIDE NER®Y E%PRESLY 0 1 z a a ON-Wft"mEca°"°°CWSTRVCIIpr 4 DESIGN - lUVERNlRR. ETD.. N(RTNaOE oeaeN; RESERVES ITS COIANON LAW 'tea Na WUTM aq� DESIGN COPYRIGHT. THESES PLANS ARE NE> NEW OFFICE FOR: iOf" 10®E3gtDA""a"1°"AeD NOT To BEREPRODIl SHEETWe I EItM.p1 W�OIO N ME k ASSOCIATES - DRAWN CME V vHARa ar aT NOtuItAL nv aacea x CHANGED OR COPIED A ANY JA X T I M E R THE t EaRr.AH ER orsaR AMa[a FORM OR MANNER WHATSOEVER PRAT SVOa COIa1OR7H0 tatlannen°A -WITHOUT FIRST OBTAINING THE 7/�;1;ty'��7y/��� aMc �iETexTAIgN�T DISTINCTIVE RESIDENTIAL R COMMERCIAL DESIGN EXPRESS WRITTEN PERMISSION CHECKED 14. 200 y rpe laver ANo AVPI1t1vAL IRCAIIpN��wtr 111 MAIN STRCET.YARMOUTHPD!T.MA oxeTa NT OF NORTHSIDE YARMOUTH. MA. Poestas wRaareMzs lR sm ILTURAE (aoO aez-xxto (aoe)Sax-lepx AND COHSE AEa a a - DESIGN. -- •---,------------- RQVI 1 AM NWALL T�1��-1 �.....i, .}. —.—.�i. ,j 6�_q• ULATED F . • WELL _-_ WHERE APPLICABLE _ J} _ - _____ ' 181T._____ - - - - _ 28M 1 __- _ _ ___ - __ I__!P1 - FIELD VHRR'7_-_ --- -'- __ _ __ _�_4lSMT-WIND - -BSMT•-ON6i- - --i*BHT-WIND! . 4 3/4 X 0 T/M'- --' aq'INSULATED' -0� `I CVL BLAB/ 0 WHEREALPPLICABLH PROVIDR FOR MBCH i ► 14 FIELD VERIFY - i O i p �- ,� •� PROV E PON PLUMBING SHELF r+ (TYP) 1 J is p i 1 't T w n 0 '. 1T7� I -Cl0 •5 TUBE STEEL COL.W/1+ i 1 P TUDM STEEL COL.W/ j OST LOADS -- ---- 80'X41'X4' 42 %42'X IP PROOM ABOVE WISX40 W12X40 CONT.F7 G. I CONC.PTNG. ,"" "T---T" """ PLUSH CONC. PLUSH rd f < A s7eeL BEAM ' STEEL BEAM i Mlm!�(�!�!S!':!E!!Q!�' ��'�� }�}=F�}�!7�!�S'.�}T6l1•}�!�!d! i ' 82 706�6? 6P! UBsSTHEL�ZtlC�10T F 12 X 4r X ; ' ' air qr x!L• b1 F _ CONC.PTNG ___ _ GCMG.PTNG. - IU Oi ' „I 5 X BSMT BSMT Bk4OW'- ` 1 m' 4•IN6ULA7HD I � , - 1 STUD WALL ; i HERB APPLICABLE I FIELD VERIFY , �•�-���' i r i e (Tyr) ' 9FR.9A1 -LEVEE ' e f—— --- WELL� 28ii � i ... _8E1j2_WIND A 7 I A. -• 13)2X10 P.T.BAND -�,•('- - - 13)2XX7 P.T.BAND " ——— PROVIDE KY DIAM.SONO-7UBH W/BIGPOOT FOOTINGS i, 1, 4B•-O• i'-O' BSMT PLAN 1 1 I RAMP UP; P 1/20 i SHELF BASEMENT NOTES: TYPICAL NOTES: STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INS SECTION I.MAIN FOUNDATION WALLS TO BE 17•POURED CONC.W/TN6 BARB TOP •} WHEN FRAMING Ib COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR BOTTOM REST FOUNDATION ON IL.UOU.87RIP FOOTING. WALL PLASTER BOARD/PINISN. PROVIDE 3�N6 HORIZ.BARE CONTINUOUS IN STRIP ROOTING W/ KEYWAY PROVIDH N6 VBRT.DOWHLS 21'O.G.NORIZ.HXT@LADED 'CONTRA SHALL SCNEDULe AND PROTECT FORM WEATHER ALL 3'-L'MOf.ABOVH TOP OP POOTING.PROVIDE a/8'XD'ANCHOR BXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION BOLTS•4'-O'O.G.MAX. AND CONSTRUCT TEMPORARY STRUCTURA8/gNCL06URE8 AS MAY BE 7,qLL STRUCTURAL STEEL COLUMNS TO B@ 4'X4'T.S.COL NECESSARY TO INSURE SUCH PROTECTION. CONTRACTOR SHALL SITE INSPECT ALL .. ' CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER 4.CONCRETE SLAB TO BE 4'POURED CONC.ON COMPACTED PILL. OF ANT DESCREPANCIES AND/OR CHANGES TWAT MAY BE ENCOUNTERED. CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. f, CONTRACTOR SHALL SITE INSPECT/VERIFY ALL pX19TING V8.PROPOSED 3. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKe ADJUSTM@NTB REQUIRED BY CODE/WINDOWS OR MECHANICAL) A8 NBC868ARY TO ENBYR@ COMPLIANCE WITH OeSIGN PARAMETpRB AS {.CONTRACTOR SHALL INSURE TWAT ALL POUNDA71ON WALLS MAINTAIN WORK PROGRESS@8. 41-01 MINIMUM COVER. DESIGNED IN ACCORDANCE WITH THE MA.BLO.CODE CMR Q.TT14 EDITION. T.PROVIDE WHD STIFFENING PLATES AT ENDS OF STEEL BEAMS.T7P. _ ASSUMED ALLOWABLE BEARING PRESSURE II/2 TONS/BP DESIGN GROUND LIVE LOAD 45 POP 8.SSG STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL 67RUC7URAL COLUMNS. - DESIGN JOISTS USED B7 CONTRACTOR PROVIDED POR ALL 9,CONTRACTOR R I,SMALE.yLAM. NOT BCALe DRAWINGS PO DIMENSIONS. 4NT MI86MG. TOTAL LOAD OR LI40 OP?H8 DH�IGN8RU8HCOMHBTHHORO P N6 SILTY OF THfi CONTRACTOR BNTION ENGINEERED JOIST LOAD 14 PLP ITYP) _ S AM 4 A=0' CREAILT AERM ra CMUM. DUE To COPYRIGHT DATE REVISIONS AS WT A WL"""��" NORTHSIDE FOUNDATION PLAN AN"'"`"""� �5WIIU"°"`- END YARINYS TK 1R CWZYKX v RESERVES HEREBY COMMON LAW DESIGN oN-Nn[�R®[CRO1 O1 CQ6TNIJC,gN RESERVES MS COMHON LAW p t , @ SIJFERMNNN. ETa. NONTNTRE DEN41 DESIGN -._- COPYRIGHT.THESES PLANS ARE A591MLN ND NCSPRN99ufY OI IYBLm NEW OFFICE FOR: rm 111T LES4s a MYACEN m T.[ ASSOCIATES NOT G BE REPRODUCED N0. EVE II 01RRR8 OR 11asa+E n1 ra CHANCED OR COPIED IN ANY DRAWN SHEO GATE JA X T i M E R PIANB ER S,R cTRRu DEPK.M.DI FORM OR MANNER WHATSOEVER ,18 DENGI.NOIITNSPC DEeIRM ADvOEN •O ,HAT BDORE EDYIENCNO ewE)muclgN, WITHOUT FIRST OBTAINING THE ` 03/04/00 RENE MANS BE TAKEN,o TOUR LOCAL DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN EXPRESS WRITTEN PERMISSION CHECKED WLIXIC -TMWT'WD/Oft MPECMR 141 MAIN 9YREET•YARMOUTHPORT.MA 02678 AND CONSENT OF NORTHSIDE IOR REV[N AMD•PRIMAL RCRA mw ANT SON)IN3373,E (308)3B2—F802 I PO�FIX "'Ft SRNEIVRAt ! DESIGN. A A A.4 A. OLKHDe OF 4s'-O• , 9-1• 4B-O G_O. . IO'-e' 10'-C 6'-10• '. L-r P U T 8 W 3 30L8 TWZB TW263t TW263G 8 t TW 83t i TW2B4 TW2B4G 2%4 bTUD WALL6 9-CITE ° P MDR MDR' MDR MDR y p BEAT O SEAT CL CLO CLO CLO DW i 4. 12>2oce (2)aocB BATH (2)2048 B TH Y ® 12)2oce � 2cte _ Ifi'-10' T'-4' 21'-10' IT'-10' 12'-4' 049 F - OFFICE Q n LUNCH ROOM 7ec TABLERENC m ITYP OL HALL HALL 4'-o t'-e ia r-1o' 4•-4 OFFICE e 30i8 RAI RAIL 3048 FROM POST ATTIC Q r POST DOWN WINDOW MO POST DOWN Wh 7{LB 2Lt8 b T.6.POST p FROM ATTIC 3 FROM ATTIC WINDOW HDR WINDOW MDR n STOP CLO STOP CLO LIN LLi 2 5L REE LOAD BEARING WALL 3�OG8 C_. 30i8 C.O. LOAD HEARING WALL LOAD HEARING 30i� —FLUSH STEEL BE ——_ — — _ — — T. _ STEEL B AM MDR MDR MDR O T.S.PO6T T.8.PO8T 4 ,r D - 4 P COAT CLO OST T.6.P08T a4 POST DOWN CLO CLO CLO CLO POST OW B FPOST ROM DONF SUPPLY CLO - "-"'-'- _FROM ATTIC 3060 PROM TTI WINDOW HD (2)204 12)2048 12)I46B 90ie C. u TI WINDOW MDR 3048 WINDOW MD � li (2)2440 (D2KS - 9'-4' 4- 12)2L68 (2)24L8 CONFERENCE ROOM O EJ'5 OFFICE y RECEPTION aRA (2)3048 _ F FDCED GLASS FIXED GLASS Y OFFICE NEWELL PANEL FRENCH PANEL O - POST 21'-10' OGB - 7r-10' 4'-4' •7 •7 a,D MDR MDR HDR HDR MDR i PCB— , T 2B1t TW 8 4L 13L8 DL FVUI WL ISLE SDL CL CL B4t OF LCOL C OL- q,-rTW7B4L 7 W2B4t W284A W C r F COL. '_TrW G 9"r q,_r qW 4 I q_r q•_I• 6'-10' 4• PORCH OUT INE OF PORCH 10 COL ITYP) NOTE: ALL WINDOWS TO BE A ANDERSON TILT-WASH W/ FIXED GRILLES, INSIDE AND OUT A. • SECOND FLOOR PLAN NOTE: ALL WINDOWS TO BE FIRST FLOOR PLAN (14-1(, $0. FT.) ANDERSON TILT-WASH W/ (153(. 50. FT.) FIXED GRILLES. INSIDE AND OUT STATE MID LOCAL EAMMING CODES VARY SCALE: 1/a"-1'-0" GREATLY ACROSS THE CDUIITRY. DUE ro _ COPYRIGHT DATE REVISIONS TNB AND MANY OVER VARIABLES SUCH FLOOR PLANS AS ATxERAND6DLGOSSIBUT.Or NORTHSIDE - -RIND WEATHER AN TSO COMMONS. or NORTHSIDE HEREBY EXPRESLY DESIGN 0 1 2 a B wvm VNNm ETCH�NmR Swz DESIGN DESIGN RESERVES ITS COMTHESES PLANS LAW .Saari NO RESPONsmD1n DR uwuTr COPYRIGHT.THESES PLANS ARE NEW OFFICE FOR: EON AAM LOSSES OR OAMAGC5 INCIOROW NOT TO BE REPRODUCED SHEET NO. DATE JAXTIME DNETD`RRp160RAL DEn�Ba R ASSOCIATES CHANCED OR COPIED A ANY DRAWN OM T DR STRUCTURAL OCIONS- N THE DESPA xONWSb[DESIGN AMSCS FORM OR MANNER WHATSOEVER TNAT BEEORE COMMINCINC CGNSTRucnON, WITHOUT FIRST OBTAINING THE 03/04/03 TNiSE RIANS BE TANw m YOUR LOCAL DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN EXPRESS WRITTEN PERMISSION euEDac OEFARTMExr ANO/OR asFECTOR CHECKED f0R pENEW AND AFPROV REGARDND ANY tat MAIN STREET.YARMWTMPO(5 •NA 026]8 AND CONSENT OF NORTHSIDE FWSIIRE DISCREFUJCB.s IN s1RUGTNtAL (Soe)362-2210 (�)352-9602 DESIGN. WE'D N YW A 13)1 3/1 X M LVL RIDGE BEAM i POST 2X8•W O.C. �• rz Q'Pti =oPC 12 12 10 °+ ATTIC tc 4 00 __D 3 1a id IX SOFFIT W/UK COR-A-VENT A•C� _ STRIP VENT HURRICANE CLIPS HURRICANE CLIPS `1 EVERY RAFTER LAP UOISTS N BEARING WALL EVERY RAFTER fX FASCIA W/ALUMINUM GUTTER POS IN STAIR - R30 INSUL IX FRIEZE - WALLBEYOND BATH E.J.'S OFFICE B EYON HALL 4 : __ '--STEPS BEYOND °• U 3/4'TDO PLYWOOFS-uIUB-PLOOR SECOND GLUED AND NAIL Eb.!TYP FLOOR D T/a'in•16'D.C. I-- Iu71 RECEPTION = BIDING(SEE ELEVB.) i TYVEK 14OUSEWRAP APOR BARRIER BATH LUNCH 4 /2'GUI --fc--STEPS BEYOND .' -- %L•IL'O.G. - R-11 FBGLS.INSUL 4/4'TIG PLY OD SU -FLOOR �� GLUED A NAILE R. TYP '-- FIRST FLOOR R-14 INSUL S14EI P FND SHELF FIN - `---WIB%10 BEYOND 12)RS BARS TOP AND BOTTOM.CONT. (D a BARS TOP AND BOTTOM.CONT. 12' BATH - , 5HOWROOM 12' o 0 F '--;F-STEPS BEYOND 0 0 2X1 WALL W/ R-13 INSUL 'T.S.COL. ON INSIDE OF 12'FWD WALL i BEYOND ' BSMT_SLAB I � COLUMN l ------ FOOTING BEYOND SECTION "A" SCALE: 1/S'=1'-O' GREATLYNACROOSS OCALWE OU OIMf DUEE TO THIS AND MANY 07MFk VARIABLES 3UCII COPYRIGHT DATE REVISIONS SECTIONS A3 VAMMUL � ' TRS NORTHSIDE DMD NAT I?AN WE COWIN T a NORTHSIDE HEREBY EXPRESLY 0 1 2 4 S DN-91E INSDLCTICK OR CONSTRUCTRN RESERVES ITS COMMON LAW DESIGN SUISRMSIM. .0"W'SoE DESIGN DESIGN ASStIMS ND R®OSISIUW OR IMBLUn COPYRIGHT. THESES PLANS ARE SHEET NO NEW OFFICE FOR: UETO'CRLOSSES ORw ONIS INCURRED NOT TO BE REPRODUCED•. DATE PUNS OR STRLICTRtAL OVICOvtxS IN ASSOCIATES CHANGED OR COPIED IN ANY DRAWN JA X T I M E R WE DESIGN.NORRBOC o<e�ADMs+s FORM OR MANNER WHATSOEVER TMAT Im .'LP•A EW.CONSTNUOTXIN. WITHOUT FIRST OBTAINING THE OLI/� L( 03/04�08 TIESE G DEP RI TAKEN Y IR LOCAL DISTINCTIVE RESIDENTIAL O COMMERCIAL DESIGN EXPRESS WRITTEN PERMISSION rOOR R IE AND AND/OR LRERD�C7 µY 141 MAN STREET I.YARNpUTHFDRT.MA 02675 AND CONSENT OF NORTHSIDE CHECKED PDSSIBLL DISCREPENCIES IN STRUCTURAL (DD°)352-2210 (SCSI)362-BWZ DESIGN. A IN IN Y TYPICAL ROOF NOTES HARDIE-PLANK SIDING OVER TYPAR HOUSEWRAP + °y HEAD FLASHING OST CAP a 5/4" STOCKED CED CAP w/BEVELED SLOPE TOP RAIL Q(O' ggPyPtA RPet CROWN MLDG. ASPHALT'ROOF SHINGLES Vol 2X2BALUSTERS `�0 95.O.C. MAX IN CASING 3 1/2" EXPOSED INTERIOR CASING PER OWNER SPEC POST SEALANT w/ LCG PAN/SH BACKER ROD WINDOW BOTTOM RAIL ^ - - ALUM. GUTTE�p•� {Pyy IzB PTD. � TYPICAL DECK POST D WINDOW HEAD TRIM DETAIL 2 SCALE: 3"=V-O" SCALE 11/2" = I'-O" 3 TYPICAL RAKE It CORNICE SCALE 1-1/2" = 1'-0" BIT.JT.FILLER, TOP OFF W/PLEXIBLE JOINT SEALANT WWF LXL L/L,TOP 1/3 OF SLAB 41 CONC.SLAB STRUCTURAL XT STLS.COOLUMN BITUMINOUS JOINT FILLER, SIDING (SEE ELEVS) FILL.COMPACTED 4' CONCRETE SLAB c JOINT SELAN FLEXIBLE DO NOT SACKPILL WALL G SIKAFLEX IA' TYVEK HOUSEWRAP UNTIL CONCRETE HAS a __•T• •_•_ _•�,_•_„ _ L MIL. POLY VAPOR BARRIER ATTAINED 1 DAY STRENGTH I/2" GDX PLYWOOD AND BOTH TOP l BOTTOM ° •A CONCRETE FOOTING OF WALL ARE PROPERLY 42'X,42'XIL' °a ASE PLATE L" STUD WALL 6ERCORED. A RIDGE BEAM R-111 BATT INSUL OFLSLAB WF, TOP I/3 3/4" X 12'X12" 13)I E B X IL LVL 14) 3/4' DIA. 2-95 REBARS.CONT. ° ASPHALT ROOF SHINGLES L MIL. POLY VAPOR TOP 1 BOTTOM A-301 ANCHOR BOLTS 1/2" G.W.B. FT a a CARRY DAMPROOPING I ` •T ��'�a a ��'-'"••�•�-'•w ISn FELT PAPER OVER TOP OF ° ° 5/8•COX PLYWOOD FOOTING A a a o 2XI KEYWAY .•Q" e ° ,.o _ I I ( _ da__---�-- • _B-�aA-RS O NTa. a SOT RAEY ThPCICAI) TYPICAL STUD WALL _z- 2X RAFTERS F- - _,___ SCALE I I/2" I'-O" H I U1 14, 11 1 1 1 1 1 1 1/2" COX PLYWOOD 5' Iz• 5' 'M I O RIDGE DETAIL sc.Le I-In••r-o• 2XL a it, O.C. 2XL SHOE °r ReTo° 3• 3 1/2" DIAM. 12" GALV. ANCHOR MI 42" MIN BOLT O q'-O' O.C. 3/4' PLYWD. 5UB-FLOOR TYPICAL SLAB AND FOOTING De'RR°;,„PAn+nsT,I,A,7 R u aeOR c..mC 2 SCALE I-I/2" = I'-O" Fo�.�ea r+�Y°o°o.°.ac °ri eq°otR. c�.9e: SILL SEALEROwDRnR+co"aiaN9 86RG0°RT9P80. HG NAILER O 11 -1/8" TA COLUMN FOOTING DETAIL DECK FRAMING BLOCKING 5CALE:1 1/2"=1'-O" SPACERS - 2XL P.T. SILL SILL SEALER SCALE: 1/8--l'-O" STATE AND ACROLOCASS HE COO CODES VARY WIS AN AL'ROS3 THE COUNTRY. DUE TO COPYRIGHT DATE REVISIONS DETAILS ASlA�M""' `RY��"W' NORTHSIDE 2 m A5 T1B DIMS RTATROTAND SOl OOSSIRONe,BILITY or n INS°IALA E O OR mOiS.LRGGnOO" RESERVES ITS HEREBY NORTHSIDE COMMON LAW° T 2 8 A6N2�SND��ITMTY STY DESIGN COPYRIGHT.THESES PLANS ARE FOUNDATION SI—IEEE DETAIL SHEET N0. NEW OFFICE FOR: r^ �° 501 THEE CHAHITNGED GE BE REPRODUCED DATE, MIE TO ERRORS°R AL D[nxs W, I ASSOCIATES CHANCED OR COPIED of ANY J A X T I M E R . �OR L WORT IRDE°mOENGCB N FORM OR MANNER WHATSOEVER p3/p4/00 IN °Esaa NGRnrsx DESIGN Am+sts La 'AT BEFORE°wNaaCONSTRUCTION.xOCONSTRUCTION. WITHOUT FIRST OBTAINING THE 'AT PLAN s BE TAKEN 10 YOM LOCAL DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN EXPRESS WRITTEN PERMISSION SIALONO DEPARTMENT AND/pR INSPECTOR 141 MAIN STREET.YARMOUTHPORT"MA 02Bl� AND CONSENT OF NORTHSIDE FOR REMEV MD APPNovAL REDARDNo ANv (O08>76z-2210 (508)�Bz—B80z Poss9Rz DsaEPoxes IN STRucTMTAL DESIGN. N AR A A ----------------- 0!- - - -- -- --Lo-l- - - - IT PROVIDE 10'DIAM._SONO-TUBEQ I nr W/BIGPOOT FOOTINGS , ', --� _ DI O 1 YP> ^ IB laa I • O. 7, 3 x 0 S• .J.I. ICD.C. a m 51 AIR N 4ELF BE R S ELF '00 as �LRj ST OA S ----------- Oo x OM BO E ----------- ID UBE ST L L'I �0 U9, ._ ___ _ __ LU9 O•X 2-X I � EE BE M - -_� TE B M ON PT G. F TUBE STEEL COLL-UP _ o — — — ON L Og �7 x12•Xu• - - - - - - CONC.PTNG. E T 6 TE W UB ST L L / s� .--- - + X 7' __ '_ r 2" +2'X 1 ', , W C WC.PTN + - _ : ON .F G. � � O � a o o� I T/-T. 1.• L• C. .__ B R N EL BE R S ELF x 2, / X 1/S EL P> 1_ , AN -- --- -- --- ---- -- --- -- --- -1 1 L-1 -1 1 1 1 W I IF A! VN ILE pT __ __ ___ __ _ .I_. I A I 2 E 16• C. .t. i i I >7 O NO - 13 XIO P.T.BA u IS TYPICAL LVL/GLULAM BOLTING/NAILING b - I I ~ MULTI 1 3/4" BEAMS PROVIDE 10'D1AM.SONG-TUBE I I - W/BIGPOOT FOOTINGS I '• I I f I ]PRICES 0-4-+• ]Ro of uo MAILS•R•O.C. I I r I RAMP UPI 1/20 1 I I 1 PI6CH6 D-+• ]MIMS OF 1/2.OIAM DOLTS•G•O.C. b•) i ]' 57AT[AND LOCAL IRRLDWO COOKS VARY SCALE: 1/8'ul'-D' OR[ATLY ACROSS ra COUNYRRT. DUE TO " IA CMA Drag cow." SUCXUNORTHSIDE COPYRIGHT . DATE REVISIONS FIRST FLOOR FRAME PROw ND tINFOIDIDDN;BML-Mxc AMY[RMLS.YN[MFO55®[1TY R RESERVIDE HEREBY ON LAWD t 2 L e Dx-sla SLGIERIMOK E 0.TC.DR -50C DCSN1DESIGN RESERVES ITS COMMON LAWDESIGN ASSIRIESNL ESPO BILSY OR O[9CN ASSUMES LO SES 0 CANAY OR DABIUTY COPYRIGHT, THESES PLANS ARE NEVI OFFICE FOR: [OR ANYRRORS OR DAMAGES IICURE NOT GEBE REPRODUCED SHEET N0. DUE To ERRORS oR OMSSIONS IxECHANCED OR COPIED A ANY DRAWN °A�! JAXTIMER ��.NDDTURALDESIGN CSNASSOCIATES TN[pFSIRI xCOUCED[DEAD CI FORM OR MANNER WHATSOEVER TNAT DFLV`DMEAN5 SE TAME CYNS LOCALM, EXPRESS FIRST OBTAINING THE S O 03/04/08 WILD D GE �P` TD YDAR Loc.l DISTINCTIVE RESIDENTIAL 8 COMMERCIAL DESIGN EXPRESS WRITTEN PERMISSION 1UIt RC.D[FA1 APP AND/OR INSF[ I 141 MAIN STREET•YARMOUTHPORT•MA D25T9 CHECKED IOR RMCCI CRE ARRRDVIN R[CARdND ANY (SOS)SOZ-2210 (500)as]-DsOz AND CONSENT OF NORTHSIDE FGSSBL[DISCRpWCS6 IN STIRUCRRiN DESIGN, T AREA, A A. Micrallam LVL. Parallam PSL or Timbei-Strand LSL "'�`- -------- ----- I Blocking penal Top flange hangs ' Feces rmount hangar O )XIO f>7X1 ME I 2X1 HD __ ___ _ PP - Web et.rf.ner. regwred s' each side at BIININ web stiffeners are required TYPICAL DETAIL • LOAD _ if the elders of the hangar do - not loterelly support the TJI BEARING WALLS Joist top rlange and per current True J—t, Mec M ill an literature STRUCTURAL NOTES: T/ T. e �p POSTS . STEEL BEAM ENDS ARE 3 1/2" CONC. 1 I 1 3 L p TYPICAL DETAIL OF FLUSH FRAME PILLED S11 TEEL LALLY COLUMNS UNLESS OTHERWISE X AT MICROLLAM SOLID D4X4 A EXTERIOR WALLS.A TO ND SOLID 4X4 . INTERIOR WALLS UNLESS n K O Load baoring or shapr wo11 above OTHERWISE NOTED. (must stack over well below) P T OW Becker block: Inert ell tight to top flenga (tight to bottom TTIC flenga with feces mount hangars). Attach WI O 1401117X H TE L AM with 10-IOd (3") box neda. cline 1, d when possible. LC D fiA NG > > _J J _ _J _J I7I 3 X 1/9 L J l T l l 'X4'X.750 T,S.P a 'X4 ,26 T. P T PO T D WN _ "X4'X.]50 T .PO4 Timber Strand LSL RIM BOARD N OW IC X Far information on lateral load capacities refer to I ent Timb—Strand LSL rnm rboard literature Fillar block: Nail with 10-IOd (3") I T/0 7.J. •i O. box Wa,s. chnchad when possible. 11 > j User 10-1, (3 I/2") box neda from e ech aide with TJI Pro SSO Joist.. I ■ With Lop flange hanger.. backer X block required only when hangar I I 9 II T B L 13/4" Mic rollam L V L may also load exceeds 2SO pounds in be used as rim board B PAN SN G TYPICAL DETAIL • INTERSECTION OF ' TYPICAL DETAIL • EXTERIOR WALLS DOUBLE MEMBERS 121 to DR 1 32X 1 H R f 2XII 12XIIH I] XIO HOPO= X y D I .G. I rT /;)7%17 (2 13 X I/ LV 13) X O 17) 3/ X V] V TYPICAL LVL/GLULAM BOLTING/NAILING P► Y ) _ 1 j Po Po cH TY MULTI 1 3/4" BEAMS r NOTE WOOD BAR J TOTAL LOAD DEFLECTION 2 NBcts ti 2 Rpm W ND MALL6•O'O.C. L/300 P ' W-'13.33 PL► r i r S RScae D-4" 2 ROUND W V2-DIAH SOLTB N D'O.C. STATE AND LOCAL BUILDING CODES VARY CREATLY ACROSS nc rnNNTRr. DUE To COPYRIGHT DATE REVISIONS CO G SECOND FLOOR FRAME TMSAwERAND"`R""M"NB�°' NORTHSIDE DI WEATHER AND n I CppnTNi BUL- qNo m INMLS"nR R OSSBRfTYI RESERVES HEREBY EXPCOMMON LAW DESIGN 0 t 2 4 e sOiPOrnMOK CM."�DDEgDI RESERVES ITS COMMON LAW ASSlYp ND NES"ONSIBEfIY OR LaBUTT DESIGN COPYRIGHT.THESES PLANS ARE NEW OFFICE FOR: MR ANY Up OR OAMAM5 DIMMED 107 TO BE REPRODUCED SHE out NO. 0.AIA dl SIROCTORAL ODE DIEWIN THIE N ASSOCIATES CHANCED OR COPIED W ANY DRAWN DATE: J A X T I M E R TM[DOW NOROISDE MSG.ADMS FORM OR MANNER WHATSOEVER THAT MrDRE CWNENOIND S CWSTNU ^ WITHOUT FIRST OBTAINING THE.I w/o~/03 THEM PLANS BE TAKEN To YOUR LOCAL DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN EXPRESS WRITTEN PERMISSION BNWOOM DENARTNENT:VeD STRINSKC"' 141 MAIN sTREE •YARMOUTHPORT•MA 07075 CHECKED PPOSSB CWR�D EB N REC MANY (aoa)eras-2210 (Boa)S62-Ba02 DESIGN.NSENT OF NORTHSIpE SN I q A A. A. d v IN Ij t O ! 2 12 AP �-4 •ii O. O C) A � a V V ,( POST OR ND POST FOR MDR POST POST i� FOR RIDGE LOA 1 ' 13P 3� X' FOR RIDGE LOAD I LINE OF LOAD BEARING LINE OF LOAD BEARING WINDOW �y>; 3� X' y _WINDOW MDR___-WALL BELOW______________________'- _-_-- -___-___--__---__WALL BELOW_--____----_'-___-_____-_ MDR_-_ ' I OW' D' I WI OWi Dd '+ POST P t I OWE POST f POST 3 .i.' �Tq O 4'� ' ST i O 4'I ' ST i CIA POST n i i"-"-----�--�I � LI O CE MG IN TI X� --- --- --- � I ' II „ 2 12 TAP IR •IL O. h ATTIC PLAN q A A. A. i TYPICAL LVL/GLULAM BOLTING/NAILING !. MULTI 1 3/4' BEAMS 2• 2 MECEo 0-4• 2 ROBS OF LLD NAG$ Cl'D.C. T 2• S Macao C-4• 2 ROUT OF N2•WAIT DOLTS D-O.C. 2' STATE AND LOCAL BUILDING CODES VARY SCALE: 1/6".1'-0" GREATLY ACROSS TE COUNTRY. DUE TO COPYRIGHT DATE REVISIONS ATTIC PLAN AND ROOF FRAME AS WEAT ANDHER NANNDSOII VARNSWIT OUL NORTHSIDE AS BEATER AND SqINN L CONNIONS,BOIL DESIGN Coo MAYEraAIA THe IMPDsssun v NORTHSIDE HEREBY E%PRESLY ON-sT[INSPECTDN OR COISTM1Gro. RESERVES 175 COMMON LAW G I 2 4 8 SUPERMSANO ETC. NprTNSipE DESIGN DESIGN AMITEs NO R6PaEaNun alr LMSLm COPYRIGHT. THESES PLANS ARE NEW OFFICE FOR: CUTFLIT ANY Lames OR CANACES INCURRED NOT TO BE REPRODUCED SHEET NO. DATE MANSaR STRUCTUIRAL OCTI ENCES IN ASSOCIATES CHANCED OR COPIED IN ANY JAXTIMER DRAWN M ITUC,NDRTNSDE D6101 ADveEs FORM OR MANNER WHATSOEVER h. T csc LAICS BEE IVIEENN iD M�oG�LL' DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN WTHOUT FIRST OBTAINING THE S.2 03/v4/OB BUILDING DEPARTMENT AND(OR r�EGTa+ EXPRESS WRITTEN PERMISSION CHECKED FOR REVER AND APPROVAL REGARDING ANY 141 MAIN STREET YARMDUTHPOI •MA 026]S AND CONSENT OF NORTHSIDE P0S9BLE DISCREPENOC9 IN STRUCTURAL (soe)xz-2z10 ISoe)S62-Reos )ESIGN. • SIN AR A' / Groundwater Protection ASSESSORS QEF.. . / Overlay District Line R I from T O 8 GIS x Map 345 / .... ` / Parcels 30 5 31 "37 & 38 1=1/2 STY r i • r +� vQ METAL BUILDING \ x ,, ,;•. o �o- 0HW po��e/,3�5/3 FLOOD ZONE: Zone C / i rambst Community Panel No. ✓%n F Dee Taus DR IV e E x j#250001 0005 C o ee Tr\ t rev August 19, 1985 3$ •�.� Fence 20Q \ � p • + 00OVERL.AY DiSM1CT: 30,3 79.t SF 1 P o }�� enf 3Txs e s GP —Groundwater Protection District Location Ma -.Jz� & WP — Wellhead Protection District o vx J As Shown on Plan Entitled ?"=2000t' c Q "Zoning Map of the Town of Barnstable Last Amended Sept. 19, 2002, Sheet 3 ZONE: 20.00' B Area (min.) no Frontage (min) 20 o o Setbacks: / Side tna0' / I Rear no 2lb e/few SBIDH Sign / :v Fnd 60 Rosary Lone" / V Tollon Fence" :p e 4 TBM E1=38.00' NGVD Top of Stone Bound c C i Ja Q� .a o GRA VEL A ticM 0-7. upon motionduly made and a Ct ►�y�t po voted�pfd Yatmo,.ft Town dWconu ftw as tun- PVC Pipe/ /./ \ COc 6iock ring Northeast of Its Fntetsection i th Rosary • i 10 = ., _ i' '►nis, to toYatrr>outh town line. (Unanimous) i M°r Ar eri°i S x l/ / l StOrO9e 4 ` X 3 3 Lo nascop I / '\- o+_ / ry ACail Shell of O \ o'° Flog Pole \ NGJ'D �• / �+° ` 9. Gross \ 5/ 2 STY 3 0 METAL BUILDING C�` 0 n GigF p jr C O poke/S /4 k\ k• '% DBIT RIVE `/oYfimer /F?9 5(9 x ,/ /''eo/ty Taus f • -5/5 Joe ADCL.P PAVED oR{VEWAYd-1 AmwNG / 1<FVUC-ab 5U1L.DING1 F0o•rPR%1Wr L x 3�2Y d8 AND OC21l3NTAT'101V. ' . c a RE�ViSCxO. LANl7SGAr'1tYG P'El�. TOWN �o ��O't OFC,At�NSTARi E lo/4/o4 coMMEN"r'$ x•... / RwA� 7/2!e/o`4 AD�eO ApC+1+ t©NAL Li1NDSCAAA s10 NC." . Title: PREPARED) BY- 5 PREPARED FOR: Notes/Revision: Sullivan E11 ineerin lno. CapeSury 1.) The property line information shown was b b compiled from available record information. rn EXISTING CONDITIONS PLAN PO Box 659 7 Parker Road HAMMERHEAD REALTY TRUST SO ROSARY LANE Osterville, MA 02655 Osterville MA 02655 350 MAIN STREET 2.) The topographic information was obtained HYANNIS, MASS. (508)428-3344 (508)428-3115 fox (508)420-3994 (508)420-3995 fox OSTERVI LLE,MASS from on on the ground survey performed on or between 08/APR/02 & 02/MAR/04. 0 3 Draft: M J D Field: MDH/WHK 20 0 .10 20 40 80 . W ) The datum used is NGVD '29, a fixed mean ~' sea level d6tum. f Date: Scale: Review: pS Comp/Draft: RLL March 5, 2004 '�=20 Prof• # 96165 Drawing # C293_1 p1 - - -- Groundwoter Protection R REF: J�'�'(��/ Overlay District Line ASSESSORS l [EF a / 1 from T 0 B CIS. k Map 345 J Parcels 30, 31, 37, & 38 t-1/2 STY ` ; `` METAL BWLDWG /� • / k 0S !ir/ •LEI •Y ice/I S I ■ {I I a R `,• e QY P O 'iv cow orce/l34s/3 GP --Groundwater Protection District r /v & WP -- Wellhead Protection District :;_,. �. .,:• BIT r, DRIVE As Shown on Plan` Entitled r Y f0 , Q hq f'Qeqeol &.v k "Revised Groundwater Protection �An�T Overlay Districts" - April, 1993 } r `•.3Jr .� made *,Co �,OO Al@r{OyITr H T-' `s z At_oN k FLOOD ZONE:IA- 7 t I N AT " Ed„orPa LocationMa Community Pane! No. �. ^, ,�e ,ays - — ^ + �s �Xvk #250001 0005 C 1"=2000f' rev August 19, 1985 � \ __ ; / r N 8p tNOS�R p� f,S:I i N 30,34 Ot rB17 �` B X � 1, Ac 2 SToN'�CL:� li i.oc i� -q s.f `�.. I Area (min.) no fi"'A�N �' Frontage (min) 20' _ CTyA� o ► Q i Cans x `"� x pr © � Q, Setbacks: At LAR 4O 14-AA H� c��� S�- a �. Front 20' - , ,�,, e op� r Side no a �� �$ � � °un� �T'p) ` <z ilk Rear no Q F'qn p I i a, p S8/DH oR+V °UT �°g Yo p�v ° eN4`{ u � c��c o Fnd,.' fr o Z 3 i TBM E1=38.00' NGVD 'h o 0� �° ! '� �A�` ^� ' Top of Stone Bound &D ;! N � O � � 3S• 3 .�' sP�c� o . RAM w trJ "''N r /! cy / 2 4' h C�c�00 E �Ot �'RT 3Y'2 lux 4 �'Q 4' d• S � (!1 ! N ` ►N, �-Alv AN b V�:, EC CUr�M+�+ c eu/k flJ 1 N RQ _ � z I OKI u atA+G U'14 0 S%/ a Igo 0 E I J r � 4 i Z To 0, . C J v ` T- �A N� i r� X a9, Sip ��vT L►� hANkiG y8. �`) NT+Na_ 6a00, / � x /PQp� �tj► Q G-qS 014N •34rs <4p t Np �C;k AL- / r 36 — — — y wlo , i` hoar A> AC 4° O \ ov c-AN�� / 3 35�-^� RamF / , Q� F/og Poles \\\ TI v� B� p�q�G TNRo�as 4.9' �` 10 " �9,f V r 2 STY METAL &X_DNG O BIT TOF, 396 Jg1ti N/F?� & X r/ DRIVE 6 MG y r»er R Sg k eo/tJ' Trost / _ x 3�3t og ApDEb PAV�t3 D{Z\VCWAY4 P>�f2lcttaCr. "� R.�p.ac>a.ta FautaosivG- >=oo-t'AC�tN'r k 3 2{/pQl ANO 0r?\C:NTAtit7N1 %AMViSF-0 LANDSGA.PINO- 10/6 0`° 0F'13ARN5'rAe,%_e 10/4/0,4 commmtA-rs ' 42FsVISION "7 P-& Oq N:)Dmo A,0M1,r1c>NAt,. \..ANC>5GAPtisCr Title: PREPARED BY PREPARED FOR. Notes/Revision: ` PROPOSED S1TE.�'LA Sullivan En inee in , Inc. peSury i HAMMERHEAD REALTY TRUST 1.) The property line inforq' ►otion shown was � SEPTIC SYSTEM PO Box B5S , 7 Parker Road compiled from available ;record information. 60 ROSARY LANE MA 02655 Osterville MA 02655 OST MAIN STREET CD Ostervllle, OSTERC/ILLE, MASS rj HYANNIS, MASS, (508)428-3344 (508)428-3115 fox (508)420-3994 (508)420-3995 fax 2.) The topc•graphic infornT ation was obtoinea' tv from on on. the ground ;survey performed on or between 08/APR/02 & 02/MAR/04. 0 Draft: MJD Field. MDt1/WHK 20 0 10 20 40 60 3.) The datum used is NG,VD '29, a fixed mean ' Date: Scale: ,t t Review: PS Comp/Draft: RLL sea level datum. (A .March ,5 ,'2004 1 = 20 Proy ,# 98165 Drawing # C293_1p1 See Note F.G.35.0 No.4(Typ.) FG.34.0 GRATG RtM t=L,-53.5• M.N. PItAM� i C4vsR 31.52 30.5 GRADC Top El.31.5 31.3 2 31.07 -""---- Bot.EI.28.5 111 C.olrc.RISMti 30.87 :rs 30.7 !� F%Lrrm t=Aatile rce:.: ;r: <r:�::: 15- 0 2-17i 0 No4lS ''' Bedding as Bottom of T.H. EI.23.5 sa a INV 31.7 2j0 Pe,�.9rONE 1500Septic TalIon,2 Compartment Per Title 5 N_Ztj p .Ir p b .h _ ' z%' -" DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Notto Scale A (� � 12°1C�S.t-1DP� $/4+- 1'I2°DotiC3Lr WASHtt9 � Q Puns. � �°� 5'rotva �VARtn� � � H•2o P%"�r NOTES CATc.N OASIN t. Water Supply For This Lot is Municipal Water. all'rVkA.P RusHEP 2.Location of Utilities Show "C n on This Plan Are Approx. s"C N E 1 At Least 72 Hours Prior to Any Excavation For This (� 3 Project The Contractor Shall Make'The Required (l' Notification to DIG SAFE-1-888-344-7233. DRAINAGE PROFILE 3.The Contractor Is Required to Secure Appropriate Not to Scale De ned by This mits From Pion.Agencies For Construction Finished Grade 4.lhstall Risers as Required to Within 6"of Finished Grade. S Compacted Fill 5.All Structures Buried More Than Three(3')Feetor- "oyih Filter Fabric Subject toVehiculgrTrafficistobeH-20Loading. 6.Septic System to.be Installed in Accordance With 0 _ 2",1/8'-1/2" 310 CMR 15.00 Latest Revision And The Town of M o LLe,,ang Pea Stone Barnstable Board of Health Regulations. . er 7. All Piping tobe Sch.40 PVC.. 3/4 -I I/2 "zi�.�. N'twa, 1G Double Washed 8.Depth of Inlet Tee Below Flow Line: 10"Min. 4',1 d Stone Depth of Outlet Tee Below Flow Line*-14"Min. 10'-0° With Gas Baffle. 9.Septic Tank to bea 2 Compartment 1500 Gallons. (H-20) First Compartment Shall Have a Volume of Not Less CROSS SECTION OF CHAMBER Than 1000 Gallons And The Second of Not Less Than 5000allons. Not to Scale O TN.-t 1=L. 33.5 0 --rH.-2 SL•. B-6.S- GRA.VSL- A.ND-Gf2t;I6VA1.r..A O GR.AVr.%- AN.t>CRUr."MV Owner: Hammerhead Realty Trust O STO NI` 5-rOt-4 E 350 Main Street,Osterville,MA q E f?rRN.CoAt@SE 3ANt? -Sc9M>=. � SRN COA2SF- SA\Nr->-- SOn.ce ,; CODBI..ES- IOYR 5/3 , COS3BL6„S- tOYR 5/3 Applicant: Hammerhead Realty Trust I b 13 , YFUL15W 13RN COARSE.SAND YQL.IS1.1 IB" COARSE sANI� 350 Main Street,Osterville,MA 27, $ S0MC COBSLfiS- ►0YR5/G 29,. S -Soma- C.09at-M--- 10 tie el.;.0 BRN'16N YEI-.CoARse. SAND, CI BSZN�1SW Y .L.COARSIsA S ,NQ> Project Summary: Proposed improvements consist of constructing a 1 V30MC COBS%-C-5 IOYR to/to ,n SOML COVMa1-F-S- lout¢ L/y A 32'X 48'-2 story office building. 13LI LT,YELISI-I SRN COARSE 5A o 09 L*r YEL 1 SH BRty mA72SE aAN D Parldng Summary: Proposed Building=3,072 SF w C2 S(Dmp- C01 5LCs- IoYlx (,/y C2 CC4t3t�s Office:One ace r 300 SF+ones ace per suite 12o i�ERK "T-I t ty C.t-I es 1 Y P�tatc(a 5"7 IN C 4 E.5 space per p p CLASS \ MATEryt At_ CLASS I MA C-�Rt AL 3,072 SF/300=11 L.SBSTHAN -a-MIN/INCH LE_SS 1HIaN 1LNAIK 1Nctd One space/suite=4 tv o No Gtzo u N ctw-a•MT-Z Total spaces required=15 uv,►t e u LA , STANTON,T,O G6t Q,O.►-F Handicapped spaces required=1 C�IS.TE: ALst3 23J 24oy " Total spaces provided=18 PERG Pia. IO,-770 Area Summary: Total Lot Area=30,379 SF Building Area=1,536 SF = 5.1% Porch=552 SF =1.8% Shed=288SF =0.9% DESIGN DATA Shelters=1,332 SF =4.41/o Max.Al lowed by.330 Rule=330 gpd Existing Paved=2,640 SF =8.7% Office Flow=3072 sL/1000=3.072 x 75=230 gpd Proposed Paved=6,620 SF=21.7% Future Total Office Flow=4400sf/1000=4.4 x T5=330gpd SepticTank,330 gpd x 200./o=660gpd Natural=7,611 SF =25.1% Use a 2 Compartment 150OGollonSepticTank. Stone=9,800 SF =32.3% LEACHING. AREA ••230,gpd/0.74=311 s.f.Required General Notes: 1. A list of the prohibited uses within the Groundwater Protection Sidewal I=2(10'*29')2=156 s.f. w District as outlined in the Zoning Ordinances for the Town Bottom Area=1dx 29'= 29Os.f. Of Barnstable Chapter 240-35 F.(2)shall be posted on a sign 446s.f.Total Provided(330 gpd) ' within the Building and contained in any lease or sub-lease LEACHING CHAMBER DESIGNagree 3 2. Si Security lighting shall be directed and/or shielded 3115�0 Gal.Leach Schedule Chambers Inc So as not to shine beyond the perimeter of the site,or I dx 29'Washed Stone Field as Shown. Interfere with traffic. 3. Any substitutions for the proposed landscape materials should , Be from the Zoning Ordinance's list of approved plantings And must be approved by project engineer. '3/31 oa ADDED PAve- ORIVCWAY+t PaR1GtNG Rt3AUCG.O SU1 DING VOaTPR Wr 3/24/00 AND 0RXS1ta 'ATION r�E.VI$ED LANC75GAPINGS-,pECiTO\7JhI 10 6 O`1 OFBARWS"rAR1-tz 10/4/4`i COMM�.NTS Ra+.oG,4�-rn.D. PARKINS JsRes.A. At40 RsV1�14tJ 7 2.G. 4w{ AL?P'L't7 A.GbITt.C7k.1A1.� 1,.AtAGSGA,P11�tG ' PREPARED BY PREPARED FOR: i title: No#eS/`Revision. PROPOSED SITE PLAN - Sullivan En ineerin Inc. CapeSury 1.) The property line information shown was g, compiled from available record information. rn SEPTIC SYSTEMPO Box 659 7 Parker.Road HA ERHE D R&EE LTY TRUST (b 60 ROSARY LANE Osterville, MA 02655 Osterville MA 02655 350 MAIN STREET 2.) The topographic information was obtained HYANNIS,MASS, (508)428-3344 (505)428-3115 fox (508)420-3994 (508)420-3995 fax OSTERVI LLE, MASS from on on. the ground survey performed on ( or between 08/APRI02 & 02/MAR/04. Draft:- MJ D Field:: MDH/WHK 20 p 10 20 40 80 3.) The datum used is NGVD '29, o fixed mean Lo sea level datum. � Scole: Review: PS Comp/Oroft� RLL ' March 5, 2t04 "-2�r Proj # 98165 Drvwing # C293_1pa i Slab r GRATE RIMr-L,3�l•O M.F1. Ff2AMa. ,} COvcR - F7G. 34.0 �NIs,iEo �IZAO� F.G. 34.0 D ` I11� 1 ColyC. RtSCRJI � FtLT¢R FA6R1C WOLVES p 32.0 31.0 Pvc 1=Ro1v1 6 �'-o' `� 1500 Gallon Top El. 31.5 TRENCH DRAIN �+-aa IN 3i 72" p�e s�oNE 31.8 Septic Tank 31.E z% n Bot.El.30.5 31.4 31.2 , C 1NV. 31.S 1'i'l'Q5 NpPR i/y�- 1'/idove+le wASHtb Bedding as Bottom of Test Hole El.23.5 0 20 Scow -VARtes Per Title S No Groundwater d = -- BOO PIT - PROP,P,L�"�"'N` DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM O � �RO e-,an `.. cA-.-cN oAstN Not to Scale . TriAP !o CRUSHED , STo N E �/ARIES - SEE SITE FLAN DRAINAGE PROFILE Not to Scale r 9"Min. Finish Grade DESIGN DATA Compacted Fill-� Filter 4"0 Perforated Fabric PVC Pipe 330 x X = 230 _ Owner: Hammerhead Realty Trust N 1/8"-1/2" 43,560 30,379 350 Main Street, Osterville, Mass. Pea stone Max.AI lowed by 330 Rule=230 gpd 3/4"- 1/2 Office Flow= 550 s.f,x 4 = 2200 s.f. Applicant: Hammerhead Realty Trust '�o Double Washed 2200 s.f. /1000= 2.2 x 75= 165 gpd F-1N,S"Eo G�P.C,� . 350 Main Street Osterville, Mass. _ _ stone Septic Tank: 165gpd x 200 /o = 330gpd ' 2'-0" 2'-0" 2'-0" Use a 1500 Galion Septic Tank __ s,- .. LEACHING AREA "I Project Summary: Proposed Improvements consist of constructing a 60'x 100'office -1 165 gpd/0.74= 223 s.f. Required "- &storage building on a slab foundation with utilities in the office area. Use Bottom Areq Only., iil i1 Consisting of 4 units&is 22'in height. CROSS SECTION OF LEACHING BED Bottom Area= 6 x 38 = 228 s.f.Provided pTj = Not to scale LEACHING BED DESIGN Parking Summary: Proposed Building =6000 SF (Office 2200 SF&Storage= 3800 SF) Al I Piping to be Schedule 40 PVC Perforated 3/4 1�2 gLE o .tiA,s�Eo STONr Office: One space per 300 SF With Capped Ends. Use 2-4n 0 Distribution _N �---� 2200 SF/300=8 Lines in a 6'x 38'Washed Stone Bed as Shown. One space/suite=4 Illt Total Office= 12 III �*i= Warehouse/Stara e: One Space T.H•-I EL. 3a.s . g p per 700 SF o O NOTES 1 i -1 llr 11 C-R",EL-ANC -CRuSNCD o 6RL�VraL A.rati CRl1Sa1ED ,� 3800 SF/700=6 ,. O sTo N� STt7N E i=1 L�ER rADR1c 6 ; PP_4;:p 2ATIcf� PVc Total Space Required I. Water Supply For This Lot is Municipal Water. SCH.-1 o P1 PS p q ired= 18 9 gr2N.COARSE SANP -90M� � 2.Location of Utilities Shown on This Plan Are A rox. ALL AROUND 1 E E SRN COARSE SAND- SOt..tE Handicap Spaces Required= 1 cot5el r, - IOyR s/3 COBBLES- 10YR s/3 pp SECTION A-A p At Least he Hours Prior to Any Excavation For This Total Spaces Provided = 19 16 YE1_1SH t3RN GOARSe SAND 13' yeL;tsH BRN CoARS� SAND � ,, SOME CAI3BLES - IOYRS/e_ � So*�E. C09BL-M-s- 10'YR S1G Project The Contractor Shall Make The Re wired Not to Scale 27 �q Notification to DI G SAFE- 1-888-344-7�233 Area Summary: Total Lot Area = 30,379 SF BRNt61I VEL•COARSE. 3ANt> C1 $RN-1SW vat-, COARSt>_'3ANo 1 sot,.iE Cost3les - IOYR u./1 it50M COr3raLEs- IOYR 3.The Contractor is Required to Secure Appropriate = Building Area=6000 SF=20% By- LT.yEL1SH 13RN COARSE sA o 88 Permits From Town Agencies For Construction ° c �i Lr, yEL16N ERN C A SL 54\ND Defined b This Plan. Paved Areas=7178 SF=24/° 2 somv _r cot3oL�s- toY1z C, y z �ME co�>3L�s by This = 1332 Sr=4°/u 4.Install Risers as Required to Within 12"of Finished - 12G PEt2vc@ 5y 11y-c.t,a,-GS 12o PERK Col 6-7I NCH G$ q Total Impervious=48% cl_Pss t t�tATERI At_ CLASS 1 M1&1_r=siz1tA` Grade. Natural Area= 5102 SF= 17% L_V_= s 714h.,N z T-1iN/i Nc+i , 5.All Structures Buried Four Feet(4') or more or Gravel Area = 10,767 SF=35% NO GROLIN'pWATCr1- NO GROUNt�VVATI_R 13/. SUL.0 VAN 13NG1 NfiERING 11V G Subject to Vehicular to be H-20 Loading. WITNESSi D.STANTON j T,d.(3.j 6.SeptlC Sy stem to be Installed in Accordance With DATE.I -,UG 12..3�ZOOL4 General Notes: 1.A list of the prohibited uses within the Well Head Protection PeRC•Ncs. 1o,-770 310 CMR 15.00 Latest Revision And The Town of District as outlined in the Zoning Ordinances for the Town Barnstable Board of Health Regulations. of Barnstable Section 3-5.2 6) B)shall be posted on a 7. All Piping to be Sch. 40 PVC. sign within each building unit and contained in any lease or sub-lease agreements. 2. Site/Security lighting shall be directed and/or sheilded so as not to shine beyond the perimeter of the site, or interfere with traffic. 3.Any substitutions for proposed landscape materials should be from the Zoning Ordinance's list of approved plantings and must be approved by project engineer. PETER RELOCATEfJ f ARKING SPACES ANP RegVtS10N '7/2(0�04 ADDCO ADDITIONAL t-ANO°SCAPINCr , Title: PREPARED BY.• PREPARED FOR: Notes/Revision: PROPOSED SITE PLAN a Sullivan Engineering, Inc. CapeSury 1.) The property line information shown was compiled from available record information. Cl) SEPTIC SYSTEM PO Box 659 7 Parker: Road HAMMERHEAD,REALTY TRUST 60 ROSARY LANE Osterville, MA 02655 Osterville MA 02655 350 MAIN STREET 2.) The topographic information was obtained HYANNIS, MASS. (508)428-3344 (508)428-3115 fox (508)420-3994 (508)420-3995 fox OSTERVILLE , MASS from an on the ground survey performed on W or between 08/APR/02 & 02/MAR/04. 0 Draft: MJD Field:: MDH/WHK 20 0 10 20 40 80 3.) The datum used is NGVD '29, a fixed mean ~' sea level datum. W Date: Scale: Review: PS Comp/Draft: RLL _ - MaLrCh 5, 2004 1 W01 Prol• 1 98165 Drawing # C293_1pl o /^ / Groundwater Protection ASSESSORS ° Overlay District Line .°REF / 1 from T 0 B GIS. Map 345 / ` Parcels 30, 31, 37, & 38 .' ; I \ , 1-1/2 STY I' c METAL BUILDING i1 �? •� G A . f \ 0y� DHW �4 x FLOOD ZONE: •:. S/3� 77, Zone C i Tombs � Community Panel No. \ ° h► I� ton e \ BIT - o dOhn Ft>T� DRAE x #250001 0005 C E.Merer o s ore Tr\Ust rev August 19, 1985 \ x s G`� 35rcko`enc` 0I V �� ��` N o r °. +�• r t `� ;�: ., 42 ar OVERLAY DISTRICT. •. .. , � /�/o � QT•R N��E s Ed I+ S� x � �t •• � � oc cH 0 AI k e P Ve 6 x N R o me n o + ' A �l nr �3xs Q _^ GP —Groundwater Protection District Location Map: ° N 1TU .! . V L_ a, ` & WP — Wellhead Protection District „ , �`" QL`RaI IN O45 `' x As Shown on Plan Entitled 1 =2000t q ^U� Q Zoning Map of the Town of Barnstable k o / SIR\ s�oP� a 6 �!�.� ° T ♦roc Last Amended Sept. 19, 2002, Sheet 3" c� 1 ZONE: 20G�•3� O • k 3 c / -o E��cRT�R i M 3Go>grea ` \, I Area (min.) no Di 3?9 r \ w m a Frontage (min) 20 70 a Q i o, x Setbacks: / :• Q !-� �;-�._-_ � >• PIS. C''OL ' / c�cn a / �5 CR < .' C 0 q o>O s�cra . Fron t 20 >� rAtioP""'Ec Ay ro uNo �ti� Side na i 0� r / �2'x !P`` TIoN • Q4 lei ! x Rear no 3 - �\o_ p :'.c%� ` �`� o��Ic�CTvP � : ,/ _ - - �a° q`� / SBA�H Sign v V� "60 Rosary Lane r 0 ;'� ` I��oo H S c RE.Loc.ATL SIGN �� III OJ� \ R;r h OUT 0.�/ ROAD its f Q o .:� \ ° TBM EI=38.00' NGVD sTox Top of Stone Bound a o c No o�EC • / v o } O! ;��, oR pR A GRAB•, -of P, a� Zyt d Ly o a� ,ri u l Q zu1 v boo "FAo 9 a lQ T 0 m / d to co t3 � � N coos i lr> U �� / 4�J � , / lot o x ��7t, `\ . C07 V a O 0 IL c�3 C0", Z DIT4 P1 (TYR) ' ' 3 m cope T e Rewo// * 1 © o C R 41 lY G 4S r A O G `l \A x 36 — — — �LA�°sc II-OP, RGuND�Ne Ac �DBu� p a / p T �/ © � O \ 3 O / t'Roo�r' c Bi1 O P a/FO�n v 3.. --o P rH / N o w ore�� d r; 1 d Ly J Olog Pole \\ @AjsE�' p41.Fir 966"v 35 \r,,41N t /I A QR�s 4C how ~ Y wIS i• 4� BSc 3 Gross w 35/ 2 STY 0 METAL BUILDING • • \ \ \\ O pA�rM ANT ChO�n Cink F en •\ \ \ \.\ \ �x�� �ETER n o �'\ x \ ;' SULLIV 1i` y op Poke/S 344/2 MI 297 k, BIT `/°1ti/TJer DPIVE R x l���o/°•{ R'GV ISL•P LANOSCAP1Nb PER TOWN. or- gAt2NSTABLE 10/4/04 COMMCNTS RE1/1510N -7/Zln/OH ADDED -001-MONALAVI05cAP NG 1 5 Title: PREPARED BY. PREPARED FOR: Notes/Revision: Sullivan Engineering, Inc. CapeSury 1.) The property line information shown was ?PROPOSED SITE PLANcompiled from available record Information. m SEPTIC SYSTEM PO Box 659 7 Parker. Road HAMMERHEAD REALTY TRUST Osterville, MA 02655 Osterville MA 02655 350 MAIN STREET 2.) The topographic information was obtained 60 ROSARY LANE HYANNIS, MASS. (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax OSTERVILLE , MASS from on on the ground survey performed on N or between 08/APR/02 & 02/MAR/04. 0 3.) The datum used is NGVD '29, a fixed mean Draft: M J D Field: MDH/WHK 20 0 10 20 40 80 sea level datum. W Date: Scale: Review: PS Comp/Draft: RILL - Mal'Ch Jr, 2004 1!-20 Prof. # 9 816 5 Dro win 9 # C293_1 p 1 tJ t9 o� ^ / Groundwater Protection ASSESSORS REI� Overlay District Line .. o �,; ,''' i •..t / from T 0 B GI S. o x (e yr �• . r z. 'k: Map 345 `n Parcels 30, 31, 37, & 38 `' 4�, i© •„ t iF� OF 1-1/2 STY `� o 3 O METAL BUILDING pz 01y* DNw PC-cell 3 S x FLOOD ZONE: ., s � \ Zone C } ` TOmbsr IV Community Panel No, %t ,.;>� •,��!"'. �r O ► OBIT ri 4 r , L. I o ✓ n oh /7e Reo 1 DRIVE x #250001 0005 C •r � i t ; 4 E.Meter F-ee,Trust rev August 19, 1985 ° �- x soNkad S\G 35� Fence 2, 2p00 , OVIT IES�LR a r � •Q; , ' :' TIt 6 o OVERLAY DISTRICT. •� x C p N�EO 2 Ea e S` k °p ofp . •i �. — " GP -Groundwater Protection District k vN �,T J y 33 °' .� _ Location Map: ^� ►Q, (� cURQ/No4s As Shown onWellhead Protection Entitled District i„=2000t' k \ q G Z Q Q Zoning Map of the Town of Barnstable„ �I s�oPe „� ° o Last Amended Sept. 19, 2002, Sheet 3 `qN s� e �, o ZONE: 20 7 T P B ERI cAp 2 Q _o - �FeRTER '" 3 jet Area �_ I Area (min.) no v m - J ,3�9 s f Frontage (min) 20' u x zo 4 o Q 'P oo G Setbacks: Q -'hrt� q�c� �a AR�F�''cl . Front 20, 3 / Jo�i / TaNpP P`cTwgN r, Q4 �/ i �uNtj. � Side na Rear no a, >``J o z s SB/DH Fnd Sign k p� !Ii b�T LCg ° "60 Rosary Lane" l r p p ``Y Ruo,ov ROAp 3 lid<a o Qj �O -� ` a°i TBM EI=38.00' NGVD o Top of Stone Bound o 3& A o Q '.c . I �IoGE� ° McNT i Q v k of :\ �201 \\ R'b(�5 TING tti 4 • J D r \ l 3`/ S 4 RSV L 3 Lr �? m / Shy O \ ° _ J \ v A l ry o�i i'i �� / boo o C / u O 1, 0` I/ f �/ O BAp 4 � r� ,�oJ 1 b / Q� � R�TyP11 � yea vi .` � : c ll( (� r S 7 °nQ B/oak x V 2 Z -LIA/ V i QQ� 0 J ' ' 1 l a`C lj J t yc �N o�M 4 LTr fLJj ?QZ Qs Al y(t� / /r> 10 / o� r `� . L _ oo p r 3 LonOSoo DIT4 I pj / - 3 ae TeRewoir �+ ' �o' CVRQIIyG ALL Vli�1, Le T4xs ® Q1-A D s�opt 4J AppUN _ — D�Ne >� 36 — � 5 AC U TDB r 'v �J Bit O N a 3 `�-' A 0 \ oNs-r�Q°r'f/c3y� ' 35 ' / �Aoo Flog Pole \ E.G.1 4 ti(,L NGlB / R v 2p T R 4 Qy \\ W N 4.\` 3 Gross 3 x \ \ G 5/ 2 STY REN 3 METAL BUILDING Ex I \ O \\ P,yVCMI�N7 Ch0h'4,nk OO Pomace/SSUL BVAt" C� O' BIT �oxtirn N/F 9 `g 58 c tt�(1t h DRIVE fy Trull y'� 4 x , tOf��Oy RCVISL`P L.ANOSCAPINb PER TOWN of 1R6Af2NSTABLF- 10/4/04 COMMENTS X ... RCLOCAT-T- PARKING AREA AND REV1510N 7/2(n/0H AbflED ADDITio14AL. LAW 05cAPINC. �Revision: Title: PREPARED BY.• PREPARED FOR: Notes Sullivan Engineering, Inc. CapeSury 1.) The property line information shown was ? PROPOSED SITE PLAN compiled from available record information. rn SEPTIC SYSTEM Po Box 659 7 Parker. Road HAMMERHEAD REALTY TRUST Osterville, MA 02655 Osterville MA 02655 350 MAIN STREET 2.) The topographic information was obtained 60 ROSARY LANE HYANN�S MASS. (508)428-3344 (508)428-3115 fax ` (508)420-3994 (508)420-3995 fax OSTERVILLE r MASS from on on the ground survey performed on N or between 08/APR/02 & 02/MAR/04. O Draft: M J D Field: MDH/WHK 20 0 10 20 40 80 3.) The datum used is NGVD '29, a fixed mean CN sea level datum. Date: Scale: Review: PS Comp/Draft: RLL March 5, 2004 1 F=201 Proj. # 98165 Drawing # C293_1p1 Slab F.G. 34.0 GRATA RIMC_L-,3t1•O M'". F•r2AMF. A- CO.icr> F.G. 34.0 1-L N 15t1 BD GRADE A 2' OJ FIt-T6,RPALitYIC - 0 a-17Zo Not-Es a 32.0 3I.0 Top El. 31.5 �� _ allon c Pvc rRorvt p N -o ra 1N�/. 31,7 __ b. o 0 2" Pm,-STONE 31.8 epOGTank ,• .30.5 S 31.6 �'` • Bot.EI -T'R�NCI-RV H-ZO , D A --—_-- -- yr t> zqb 0 31.4 31.2 15 i�''as HOPE x/�"- 1 /i'aouc3t w wns»�o Bedding as Bottom of Test Hole El. 23.5 d c}t�E y , s roHe L vA�RI r3 s Per Title 5 No Groundwater � (n00 GAA.L. LEACUINC. DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM PIT - PROP, �•G GrH 6O ` ----- -ASIN Not to Scale ?-r2APr6 !o. CRUSHED - - STO SITE PLAN DRAINAGE PROFILE Not to Scale 9,rMin. Finish Grade DESIGN DATA Compacted FiII— Filter 4"0 Perforated Fabric PVC Pipe 330 x X = 230 Owner. Hammerhead Realty Trust -- N 1/8"-1/2" 43,560 30,379 350 Main Street, Osterville, Mass. • Pea stone Max.Al lowed by 330 Rule=230 gpd 3/4"-1 i/2" Office Flow= 550 s.f.x 4 = 2200 s.f. Applicant: Hammerhead Realty Trust - Double washed 2200s.f. /1000 = 2.2 x 75 - 165_ggpd pp Y 1p Stone Septic Tank' 165gpd x 200% = 330gpd Ftn,�sHEv GRACE 350 Main Street, Osterville,Mass. o" 2'-0" 2'-0" Use a 1500 Gal Ion Septic Tank 6,-0„ LEACHING AREA 9 Project Summary: Proposed Improvements consist of constructing a 60'x 100'office r 165 gpd/0.74= 223 s.f. Required — &storage building on a slab foundation with utilities in the office area. Use Bottom Areq Only., liil Consisting of 4 units 8t is 22'in height. CROSS SECTION OF LEACHING BED Bottom Area= 6 x 38 = 228s.f.Provided Not to scale LEACHING BED DESIGN Parking Summary: Proposed Building=6000 SF (Office 2200 SF 8 Storage= 3800 SF) Al I Piping to be Schedule 40 PVC Perforated' �752 o0UBLE o �A✓ASH1=D sTo�1e Office: One space per300 SF With Capped Ends. Use 2-4 0 Distribution -N �---� 2200 SF/300=8 Lines In a 6 x 38 Washed Stone Bed as Shown One space/suite=4 t uu Total Office= 12 _ III Warehouse/Storage: One Space per 700 SF o T.H'"t Et- 33's o H•-2 EL'. 33,s NOTES 1 1 I Ilf_III 3800$F/700=6 f O GRA�/EL AWr� GRUSN�D 0 GRAVIzL A�Nfl CRUSHED -- sToNC STONE I. Water Supply For This Lot is Municipal Water. I t_TErt r-At3R1 b' Pe RFO(2ATIct� Pic Total Space Required = 18 9 SChI,`-10 PIF�L p q gRN.CoARSE SANp -SOMA SRN COARSE SAND- SOt..tE ALI_ AROLtND Handicap Spaces Required= 1 E coaat�s- toyR s/3 e COBBLES - Io YR s/3 2.Location of Utilities Shown on This Plan Are Approx. I e 13 At Least 72 Hours Prior to Any Excavation For This SECTION A-A Total Spaces Provided = 19 $ YF-C%5H e°RN COARSM SANo YscisH 6RN C04,RSe SAND Project The Contractor Shall Make The Required ,, sOMC- CiOBBLEs - IOYR.5/G So*�r Cot3t3��s- lotiR 51G Not to Scale Notification to DIG SAFE- 1-888-344-723& 27 BRN'16M VEL•CoAfRSE BANG �9' BRN IS►I Y�L, COARSE sANP Area Summary: Total Lot Area= 30,379 SF cl sotwim cOBBLes IOYR uAl c' = 4_ „ SOML GORI3L.ES- IOYR r✓/� 3.The Contractor Is Re uired to Secure Appropriate Building Area=6000 SF=20% gy- as Permits From Town Agencies For Construction LT,YELISI•I `BRN COARSE SA D LT, YF_I_ISH f3RN COARSE SAND Paved Areas'=7178 SF= 2.4% „ C2 some r- cor3o��-s toyR GN �z SOMe C068LES Defined by This Plan. Shelters= 1332 SF=4% 54 1NC-�4 e5 12° ' PI IZIc 0 5, INCH CS- 4.Instal l R isers as Required to Within 12"of Finished ( PERKC� Total Impervious=48% Grade. _ Natural Area=5102 SF= 17% L1_6S-T-WA�N 'z MI N/1 N c.H LESS 7,I-4A.N -2 T-lIN I Ncu 5.All Structures Buried Four Feet (4') or More or Gravel Area= 10,767 SF=35% No GR0UtaowA.-r=r=- No GRpUN t�W-b,-•C--R �Y, SUI_t�VAN ENGtNfiERING INC, Subject to Vehicular to be H-20 Loading. ' WITNESut D.STANTONT,O B.� 13.O.t-F 6.Septic System to be Installed in Accordance With DhTE: AIJG �.3�2opy General Notes: 1.A list of the prohibited uses within the Well Head Protection RERC•Na. l0,--7-70 310 CMR 15.00 Latest Revision And The Town of District as outlined in the Zoning Ordinances for the Town Barnstable Board of Health Regulations. of Barnstable Section 3-5.2 6) B)shall be posted on a 7. All Piping tobe Sch. 40 PVC. sign within each building unit and contained in any lease or sub-lease agreements. 2. Site/Security lighting shall be directed and/or sheilded so as not to shine beyond the perimeter of the site,or interfere with traffic. 3.Any substitutions for proposed landscape materials should be from the Zoning Ordinance's list of approved plantings and must be approved by project engineer. PETE SULLIV M2 7 ttft£ �.k� RELOCATED (�ARKtNCs SPACES AND RQ.�/ISION "7/2l0�04 AD1'7CD ADPlT10NAL t--A.NUSCAPIt�ICr Title: PREPARED BY. PREPARED FOR: Notes/Revision: PROPOSED SITE PLAN_ar Sullivan Engineering, Inc. CapeSury 1.) The property line information shown was SEPTIC SYSTEM Po Box 659 7 Parker. Road HAMMERHEAD- REALTY TRUST compiled from available record information. Cb 60 ROSARY LANE Osterville, MA 02655 Osterville MA 02655 350 MAIN STREET 2.) The topographic information was obtained HYANNIS MASS. (508)420-3994 (508)420-3995 fax from on on the round survey performed on W � (508)428-3344 (508)428-3115 fax OSTERVI L.L E , MASS g y or between 08/APRI02 & 02/MAR/04. 0 3.) The datum used is NGVD '29, a fixed mean Draft: MJD Field.. MDH/WHK 20' 0 10 20 40 80 W sea level datum. Date: Scale: Review: PS Comp/Draft: RLL Ic 0 _ March 5, 2004 1%20' Pro j # 98165 Drawing # C293_7 p 1 " A / Groundwater Protection / Overlay District Line ASSESSORS R F•• Mop from T O 8 GIS. / x Parcels Pa els 30, 31,.:"37, & 38 1-112 STY 04e ...• \ , 3 METAL BUILDING r OHw FLOOD ZONE: A i /3 / N. / / ( s/33 Zone C / Tombst N Community Panel No. o yk I o ✓oh"o R t oRrTE x 250001 0005 C E.Meter v " F peg host rev August 19, 1985 r� a. 4 • � od ` .�'s5 •:•� � Face ` ?DO \ � ,�, 4? x OVERLAY DIS MICT: K•• • •: ,_ 7 30,379t SF J ed e°r P Q►� P —Groundwater iDistrict • GProtect on • x� Location Map. lb -S� & WP Wellhead Protection District o �:x As Shown on Plan Entitled 1"=2000t' "Zoning Map of the Town of Barnstable �� X o Lost Amended Sept. 19, 2002, Sheet 3 p ZONE: 20.00' ' �'� x XQ �_ '' Area (min.) no Frontage (min) 20 v° x Setbacks: Fron t 20' / Side na / I Rear no SBIDH Fnd 60 Roswy Lone" Fallon Fence" p c 4 TBM E1=38.00' NGVD Top of Stone Bound F ', 1 ° m GRA VEL ,4► Ardeft 0h7: Upon nation duty made :and s Winded it was vt tod, t u that Poii6nown dWcoritlnue as run- 1 i \ :o Y e/o + $..Iortheast of its Fete rsecticrn M1ith -PVC Pip e ck + h / / Wrais, to Vie Yarmouth Town lMe. ,. , •._:: . _ (Unanimous) k X $ rn ndscOp le Rea'WJ / X 36 — — h N r AC o \ TOA of i N �4. \ Rorn (Roo!p� 6 \ Pov'dotlq' �l 13 y P / er) O \ fi+z3ygR, -35 ti Rog Pole 4.9' 0 Gross / 2 STY 3 4 35 METAL BU/LDlNG \ �` Choh Oink k \ \ \ \ e O Fence \ \ �O pomace/S 344 �•jt� •j --" BIT `/OYtiryl�,r Rio?9 & S8 x / OR1VE /tY Trust ' APOI-PPAVF-DORI VOW"4-PARKING / x x 3�2.N OS AND ORtL:NTA'T-lOhl t'CiOTPR1tVT RlavfSCO, LANOSGAPiWC- PMR TG?WN l0 6�d`I' oGeamv4S'MML� 10/4lo4 c_oMMEN-rS X / R�LO GA'r�0 PARKING AREI� ANp 1��vI510n1 7/Z4/64 k%>OSO Appl'rIONAI L.ANDscA$*04C- Title: PREPARED BY PREPARED FOR: Notes/Revision: Sullivan Engineering, Ino. Cape.Su, ry 1.) The property line information shown was EXISTING CONDI T IONS PLAN PO Box 659 .7 Parker Road HAMMERHEAD REALTY TRUST compiled from available record information. rn Cb 60 ROSARY LANE Osterville, MA 02655 Osterville MA 02655 350 MAIN STREET 2.) The topographic information was obtained r* HYANNI S, MASS. (508)428-3344 (508)428-3115 fox (508)420-3994 (508)420-3995 fax OSTERV."I LLE',MASS from an on the ground survey performed on or between 08/APR/02 & 02/MAR/04. 0 Draft: MJD Field: MDH/WHK 20 0 10 20 40 80 3.) The datum used is NGVD '29, a fixed mean ' sea level datum. tr11 Date: Scale: Review: pS Comp/Draft: RLL in jj1q r, ! March 5, 2004 1„20� PrOj- # 98165 Drawing # C293_1 pi - -- - ---- ----- s` / Groundwater Protection Overlay District line ASSESSORS REF: from T O B GIS. v Map 345 ©�.. � G ` ,-r/z STY Parcels 30, 31, 37, & 38 f ` Q 491 METAL BUILDWO ✓ ponce/�3 0 VERLA Y. ®I ST I T. � ` k•. GP --Groundwater Protection District t roars ��1C & WP -- Wellhead Protection District ✓sto/7 R�oi BIT As Shown on Plan Entitled k a Revised Groundwater Protection s ; r} � Overlay Districts -- April, 1993 lob Or'--�1 w'7"H FLOOD ZONE: .` , 'enf 33xe Zone C � r , Community Panel No. Location J � i► Qr�gMti4s — --+n�sEo �vx,� #250001 0005 C 1"=2000t' i �y�a I°� �$c 0 rev August 19, 1985 c �. I�NOSR ► LO/ X •-.. / n, Sac sica CN 9 B eN aS�Qc 3�,3 rsa ��'``'�- i Ar 2 N� �� <a, f r ea (min.) no go Frontage (min) 20' 0 pil- GAL � Setbacks: qR�40o + t? i` Fron t 20' z , tiv �.g �b N� sr�, , :I Side no s �I-Q t opa 0 b�M Z ' Rear no j , ©� Rog4 $�G�� o OR E wa p C j on,c p'Of0 /I SBFnd H R, yr gY. vta Qsuc M � '� +� ,° 4 / 4 TBM E1=38.00' NGVD Top of Stone Bound c o ry � h O 3s' k ' -` Ace a O W l '�N� s1�1 A�Zo V C J p I R�� p�NC'C' �O c X x9 toyd . fi'4ft( TiG 'i Yptr�-1.�hR� / .6 x HG 4g. p 36 - S8� awl !s AC ` ' ALt�xa z 0)0 jo OV 0 \Pole NA,�r,'CE 8 '!� qR 35".— \Ramp / o O tt/0 0 4.9' �0 z�0 x IN 2 STY �ip�Lj J! •� `~• \ \ \ x � ��' 1�` �`4� METAL BEALOWO. O TO area/S 3�,tg�? ``" k •/ w, t ---- ,� __.._ DRIVE 39 6g NGV� JOXf�Msr R�� 9 * 58 x ADGG—b PNV las2tVcrr/.4Y4 PAC2lCthufr. 9_WD\_%C%0 43u1►»DiCVG- QATAC�SWT?C 3 24{lG0 ANC7 Gl7\ NTATftDtY Ckr-V%5(ZD LANOscAPING- F'ER'ro\"N fGsf 6f Q't CsF BARNS rAG31 f* to/�/O1 CQMC NTS AlLi-OCA'TMO PAttK4lACr A(mLA ANC"i RSVISION `7 .2.L.. 04 AppeLt'> k0t,>1 r10NAt_ 1 AtdDScAS ING- Rtle. PREPARED 8Y: PREPARED FOR: i Notes/Revision: PROPOSED SITE PLAN a ullivan Engineering, Inc. CciveSUIV HAMMERHEAD REALTY TRUST 1.) The property line infor otion shown was � ' y � � SEPTIC SYSTEM PO Box 659 7 Parker Road compiled from available ;record information. 60 ROSARY LANE Osterville, MA 02655 0sterville MA 02655 35O MAIN STREET OST'ERVILLE , MASS ""- HYANNi5, MASS. (508)428-3344 (508)428-3115 fox (508)420-3994 (508)420-3995 fax 2.) The topographic information was obtained N from on on the ground ;survey performed on or between 08/APRI02 i& 02/MAR/04. o Draft: AAJD Field: MDt11WHK 20 0 10 20 40 gp 3.) The datum used is NGVD '29, a fixed mean ' Date: Marche 5 , 2004 Scale; ► "= 20' Review: PS Comp/Draft: w RLL � sea level datum. Proj # 98165 Drawing I C293_1p1 See Note F.G.35.0 No.4(TYp•) FG.34.0 Gik^-rw Rim E.1....33 .5. ~ M.H. FRMs.A a-CovaR 31.52 30.5 Q misNts.D aPADC Top El.31.5 1 �til 31.32 31.07 Bot.E1.28.5 C.otyc.Rls>:.R D ` ��cx:. <r�Fs:: 30.87 30. • 2 � P11.'�'1tR FACiti1C 2-17i S6 Ho1.r5 +�^� Bedding as 5 Bottom of T.H. E1.23.5 44 o• a INV31.7 „ 1500 Galion,2Comportment PerTitle5 o -moo z7p T..- ~ SepticTonk o_ > .n z Peu.$TONe DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Notto Scale 4 ,y/Hr- 1`/i'oouDl.w wASHrta - Q P►e'g I ,0 Sroey� L VA1Z1 is IG 'W `6 CA'rGFt I3AS%t,4 9 oc NOTES TR.A.,P 1. Water Supply For This Lot is Municipal Water. G�jGRusH ED 2.Location of Utilities Shown on This Plan Are Approx. s-rrO N M . 31 At Least 72 Hours Prior to Any Excavation For This Project The Contractor Shall Make The Required DRAINAGE PROFILENotif!cation to DIG SAFE-1-888-344-7233. 3.The Contractor is Required to Secure Appropriate Not t0 Scale Permits From Town Agencies For Construction Defined by This Plan. Finished Grade 4.Install Risers as Required to Within 6"of Finished Grade. g v Compacted Flil 5.All Structures Buried More Than Three(3)Feet or- M Filter Fabric SubjecttoVehiculgrTrafficistobeH-2OLoadi6g. 6.Septic System to.be Installed in Accordance With °O _ 0 2",1/18 -1!2 310 CMR 15.00 Latest Revision And The Town of ,e Barnstable Board of Health Regulations. .T Leaching Pea Stone g M Chamber 7 All Piping to be Sch.40 PVC., y� 3/4 -11/2 41 ;,., N"M "'='"= Double Washed 8.Depth of Inlet Tee Below Flow Line I O°Min. 4,10 Stone Depth of Outlet Tee Below Flow Line•14°Min. 10'-0" With Gas Baffle. 9 Septic Tank to be a 2 Compartment 1500 Gallons. (H-20) First Compartment Shall Hove oVolumeof Not Less CROSS SECTION OF CHAMBER Than 1000 Gallons And The Second of Not Less Not to Scale Than 500 Ga i l on s. GRABVE(_ ANQ• GIZtlStlr.h GRAVEL AND CRl15HE17 Owner: Hammerhead Realty Trust o STo Pik o s-A-z�N r+ 350 Main St eel,Osterville,MA ct I- BQN.COARRSE SA t7 -Sty Mom. 4 � BRt�1 COARSS SAND- some ,i Coeel_F - iQYR 5/3, , CC)BBLeS-- 10YR -T/3 Applicant: 350MaHammeIheadRealtyTvill I b YV_1S6•i 13RN COARSE.SAND 13 Yr-1.:7SH 6" COARSE sANo 350 Main Street,Osterville,MA ,, $ Soma 0 Sow1E C.O9aL_Mr_- 1 o YR s/G 27 BRt1 16Fi 2q BPiN�ISN Ya.L. COAPSr.-SANP Project Summary: Proposed improvements consist of constructing CI �Omm VEL.COAQ-R5e. :SANt>COBBt _6s - %OYR 41A. c' SOMA COt3JaL.Ss- IOYM 6/y A 32'X 48'-2 story office bWlding. � ��YELISF+ t3RN COARSE 5A D 88 LT, YEL=I SN e,Rty eoARS!"31W� C2 So1vtE coset Lcs- tOYR (./I/ 02 'v-Cmr= C6e>SLFs Parldng Summary: Proposed Building=3,072 SF 12® I Office:One r 300 SF+ones ace per suite P ER1<G Tq I"CH ES PB VkK G 6-7 INCH F-5 space per p p CLa.as 1 CLASS 1 MA _MPO AL- 3,072SF/300=II L.ssS-rHAN •a.NIIN/INCH L.MSS -r1aAN -. V-A1rt/INCu One space/suite=4 No GRoum0w-hi-mR Total spaces required=15 (3Y, s u LA..1 VAN1 F-N&1 N fiER ING t N C. WITNES611 0.S-rANT0N,T,0,(5.,) 13.o,1-F Handicapped spaces required=1 0Az--M, AucC 23,2•ooM Total spaces provided=18 PERC.Na. %0,-770 Area Summary: Total Lot Area=30,379 SF Building Area=1,536 SF = 5.1% Porch=552 SF =1.8% Shed=288 SF =0.9% DESIGN DATA Shelters=1,332 SF =4.4% Max.Atlowedby 330 Rule=330 gpd Existing Paved=2,640 SF =8.7% Office Flow=3072 sf./1000=3.072 x 75= 230 gpd Proposed Paved=6,620SF=2I.7% Future Total Off ice Flow=4400st/1000=4.4 x75=330gpd SepticTank:330 dx200_/*=660 d Natural 7,611 SF =25.1% Use a2Compartment 1500GalIonSep cTank. Stone=9,800 SF =32.3% LEACHING. AREA ` 230.gpd/0.74=311 s.f.Required " e' General Notes: 1. A list of the prohibited uses within the Groundwater Protection � � � District as outlined in the ZoningOrdinances for the Town BottomSide l=2'=0*29 )2=156 s.f. �'d Bottom Area=l0'x29'= 290s.f. Of Barnstable Chapter 240-35 F.(2)shall be posted on a sign 44f s.f.Total Provided(330 gpd) within the Building and contained in any lease or sub-lease ' LEACHING CHAMBER DESIGN r agreements. All Pipingto be Schedule 40 PVC.Use 2. Site/Security lighting shall be directed and/or shielded 3-50,0 Gal:Leaching Chambers in a zN G So as not to shine beyond the perimeter of the site,or I dx 29'-Washed Stone Field as Shown. 5,7Q Interfere with traffic. 3. Any substitutions for the proposed landscape materials should p �� Be from the Zoning Ordinance's list of approved plantings And must be approved by project engineer. -51/3! 08 ADDEX, PA'VO.15 t5R1VSWAY-0 PAi21CiNCr R�.pWGrsC) ALIIL011VG ROOTP(31NT 3 24/0e AND 0R1EA3-r1-.T101V tkt�.V15ED LANS.75GAPIN{t'.PE(Z"t'OwN �. IO b Q`1 CF't3ACi.NSTAG+1..� 10�4/4`•1 CC7MN11=.N'S'S Re L aCA-rrer ta. PARKtNt* 7a:t ti b.. At4o . Ft�V1�lAN 7 2.im O�{ App�G I�Gb1T1C7NA1.. {..At�10SG,�PIh1Cr .:- rifle: PREPARED BY PREPARED FOR: Notes/p+�visiart.. PROPOSED SITE PL Sullivan Engineering Inc. 1.) The property line information shown was Izf compiled from available record information. (b SEPTI SYSr-TE PO Box 659 7 Porker.Road A ERHE D' LT TRUST (b 60 ROSARY LANE Osterville, MA 02655 Osterville MA 02655 350 MAIN STREET 2.) The topographic information was obtained HYANNIS:MASS. (508)428-3344 '(508)428-3115 fax (508)420-3994 (508)420-3995 fox OSTERVILL,E MASS from an on. the ground survey performed on (a or between 08/APR/02 & 02/MAR/04. " Draft: MJD Field:: MDH/WHK 20 0 10 20 40 80 3.) The datum used is NGVD *29, a fixed mean sea level datum. Gl Dote: Scole: Review. PS Comp/Droft; RLL _ MarCh 5, 2004 1".20' Prod I 98165 DroWing ; C293_1p)